Gabriel Walton
- (2021): Face failure in cobble-rich soil: Numerical and experimental approaches on 1 g EPB reduced scale model. In: Soils and Foundations, v. 61, n. 6 (Dezember 2021).
- (2021): Response of sandy soil to the volume losses at the tunnel face level. In: Soils and Foundations, v. 61, n. 5 (Oktober 2021).
- (2019): Relating Plastic Potential Function to Experimentally Obtained Dilatancy Observations for Geomaterials with a Confinement-Dependent Dilation Angle. In: International Journal of Geomechanics, v. 19, n. 8 (August 2019).
- (2021): Face Stability Analysis of EPB Shield Tunnels in Dry Granular Soils Considering Nonuniform Chamber Pressure and a Dynamic Excavation Process. In: International Journal of Geomechanics, v. 21, n. 6 (Juni 2021).
- (2021): Full scale tests and a progressive failure model to simulate full mechanical behavior of concrete tunnel segmental lining joints. In: Tunnelling and Underground Space Technology, v. 110 (April 2021).
- (2020): A DEM-based study of the disturbance in dry sandy ground caused by EPB shield tunneling. In: Tunnelling and Underground Space Technology, v. 101 (Juli 2020).
- (2020): Geostatistical estimation of Ground Class prior to and during excavation for the Caldecott Tunnel Fourth Bore project. In: Tunnelling and Underground Space Technology, v. 100 (Juni 2020).
- (2020): Evaluating the Impact of Blast-Induced Damage on the Rock Load Supported by Liner in Construction of a Deep Shaft: A Case Study of Ventilation Shaft of Micangshan Road Tunnel Project. In: Advances in Civil Engineering, v. 2020 (Januar 2020).
- (2020): Study on the interaction between squeezing ground and yielding supports with different yielding materials. In: Tunnelling and Underground Space Technology, v. 97 (März 2020).
- (2019): Experimental Analysis of Shield TBM Tunnel Lining Mechanical Behaviour in an Anisotropically-Jointed Rock Mass. In: KSCE Journal of Civil Engineering, v. 23, n. 6 (Mai 2019).
- (2019): Effects of polypyrrole coated rebar on corrosion behavior of tunnel lining with the combination effect of sustained loading and pre-existing cracks when exposed to chlorides. In: Construction and Building Materials, v. 221 (Oktober 2019).
- (2014): Development of an elliptical fitting algorithm to improve change detection capabilities with applications for deformation monitoring in circular tunnels and shafts. In: Tunnelling and Underground Space Technology, v. 43 (Juli 2014).
- (2019): Analysis of the behaviour of a novel support system in an anisotropically jointed rock mass. In: Tunnelling and Underground Space Technology, v. 83 (Januar 2019).
- (2015): The influence of constitutive model selection on predicted stresses and yield in deep mine pillars - A case study at the Creighton mine, Sudbury, Canada. In: Geomechanics and Tunnelling, v. 8, n. 5 ( 2015).
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